CN216380109U - Assembled double-steel-plate shear wall with embedded space steel truss - Google Patents
Assembled double-steel-plate shear wall with embedded space steel truss Download PDFInfo
- Publication number
- CN216380109U CN216380109U CN202122739253.9U CN202122739253U CN216380109U CN 216380109 U CN216380109 U CN 216380109U CN 202122739253 U CN202122739253 U CN 202122739253U CN 216380109 U CN216380109 U CN 216380109U
- Authority
- CN
- China
- Prior art keywords
- steel
- truss
- shear wall
- assembled
- embedded space
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model provides an assembled double-steel-plate shear wall with an embedded space steel truss, which comprises two assembled structural units, wherein each assembled structural unit comprises a steel plate, a truss and a flitch long channel steel, the truss is longitudinally welded on the inner side of the steel plate, the truss is formed by welding a plurality of angle steels in a splicing manner, a plurality of transverse plugs are uniformly arranged at the top of the truss, a plurality of transverse jacks are uniformly formed in the flitch long channel steel, and the transverse plug on one assembled structural unit is inserted into the transverse jack on the other assembled structural unit. The assembled double-steel-plate shear wall with the embedded space steel truss has the advantages of no need of concrete pouring, convenience in hoisting, good heat insulation and heat preservation effects, good sound insulation effects and smooth surface.
Description
Technical Field
The utility model relates to the field of assembly type buildings, in particular to an assembly type double-steel-plate shear wall with an embedded space steel truss.
Background
In a super high-rise mixed structure system, the shear wall is an important lateral force resistant component, and the assembled steel plate shear wall has various structures due to the advantages of light dead weight, convenience in transportation and high construction efficiency. Wherein, the double-deck steel sheet intussuseption concrete combined shear wall of steel bar truss comprises double-deck steel sheet intussuseption concrete wall body and the steel pipe concrete hidden column of belted steel bar truss, and this kind of structure specifically following shortcoming: (1) the concrete can not be separated from the action of the concrete when bearing vertical load; (2) the self weight of the concrete is large, so that the concrete is difficult to hoist; (3) the heat insulation effect of the concrete is poor; (4) the bolts used for assembly can cause unevenness of the surface of the steel plate, and increase the workload of later decoration.
In order to solve the above problems, people are always seeking an ideal technical solution.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art, and provides the assembled embedded space steel truss double-steel-plate shear wall which is free of concrete pouring, convenient to hoist, good in heat insulation and heat preservation effect, good in sound insulation effect and flat in surface.
In order to achieve the purpose, the utility model adopts the technical scheme that: the utility model provides an embedded space steel truss duplex steel sheet shear force wall of assembled, includes two and assembles the constitutional unit, every it all includes the steel sheet, vertically welds in inboard truss of steel sheet and the long channel-section steel of flitch, the truss is formed by a plurality of angle steel tailor-welding, the truss top evenly is provided with a plurality of horizontal plugs, evenly seted up a plurality of horizontal jacks on the long channel-section steel of flitch, one it inserts another to assemble the horizontal plug on the constitutional unit assemble in the horizontal jack on the constitutional unit.
Based on the above, the truss is triangular prism shape, one side arris face of truss is pasted and is welded on the steel sheet.
Based on the above, two flitch angle steels are respectively welded on the two sides of the side edge face of the truss, which is in contact with the steel plate.
Based on the above, the top end of the truss is welded with the top end long channel steel, the top of the top end long channel steel is uniformly welded with a plurality of short channel steels serving as the transverse insertion holes, and the flitch long channel steel is provided with a plurality of square holes serving as the transverse insertion holes.
Based on the above, a light heat-insulating layer is arranged between the two steel plates.
Based on the above, a sound insulation layer is further arranged between the two steel plates.
Compared with the prior art, the utility model has substantial characteristics and progress, and particularly, the utility model utilizes the angle steels to splice the trusses, thereby greatly improving the stability of the trusses, so that a certain vertical load bearing capacity can be kept without the action of concrete, and two lateral force resisting defense lines are formed by utilizing the trusses and the steel plates, thereby ensuring the lateral force resisting performance, greatly reducing the dead weight, facilitating the hoisting, forming a mortise-tenon structure by the transverse plugs and the transverse jacks, canceling the bolt connection mode, and keeping the surface of the steel plates flat.
Furthermore, the truss is arranged into a triangular prism shape, so that the stability of the truss is improved; the arrangement of the two flitch angle steels increases the contact area between the steel plate and the truss, thereby improving the lateral force resistance and prolonging the service life; the strength of the joint is ensured by the long channel steel at the top end, the short channel steel and the long channel steel of the flitch together; the light heat-insulating layer makes the assembled double-steel-plate shear wall with the embedded space steel truss have the heat-insulating function, and the sound-insulating layer has the sound-insulating effect.
Drawings
Fig. 1 is an end face structure view of the assembled embedded space steel truss double-steel-plate shear wall.
Fig. 2 is a schematic structural diagram of the assembled structural unit of the present invention.
In the figure: 1. a steel plate; 2. a truss; 3. pasting a long channel steel of the plate; 4. a long channel steel at the top end; 5. short channel steel; 6. a square hole; 7. and pasting plate angle steel.
Detailed Description
The technical solution of the present invention is further described in detail by the following embodiments.
As shown in fig. 1 and 2, an embedded space steel truss duplex steel plate shear force wall of assembled, includes two construction units of assembling, every the construction unit of assembling all includes steel sheet 1, vertical welding in 1 inboard truss 2 of steel sheet and flitch long-channel steel 3, truss 2 is formed by a plurality of angle steel welding, 2 top welding of truss have top long- channel steel 4, 4 top uniform welding of top long-channel steel have many short-channel steel 5 in order to conduct horizontal jack, flitch long-channel steel 3 is last to have seted up a plurality of square holes 6 in order to conduct horizontal jack, one horizontal plug on the construction unit of assembling inserts another in the horizontal jack on the construction unit of assembling.
In order to further improve the structural stability, the truss 2 is in a triangular prism shape, one side edge surface of the truss 2 is welded on the steel plate 1 in an adhering mode, and two adhering plate angle steels 7 are respectively welded on two sides of the side edge surface of the truss 2, which is in contact with the steel plate 1; the triangle has better stability, and the flitch angle steel 7 increases the contact area between the steel plate 1 and the truss 2, thereby improving the lateral force resistance and prolonging the service life.
In order to improve the heat insulation performance, a light heat insulation layer and a sound insulation layer (not shown in the figure) can be filled between the two steel plates 1.
The working principle is as follows:
two are assembled the opposite direction of structural unit and are set up, make one assemble the last horizontal plug of structural unit and insert another assemble in the horizontal jack on the structural unit, form tenon fourth of the twelve earthly branches structure, cancelled bolted connection mode, make 1 surface of steel sheet can keep leveling, utilize the angle steel to splice into truss 2 has improved truss 2's steadiness greatly, makes it possess certain vertical load bearing capacity to need not to pour concrete again, two it can also play good thermal-insulated effect of heat preservation to fill light heat preservation insulating layer between the steel sheet 1, and the puigging plays good syllable-dividing effect, utilizes truss 2 and steel sheet 1 to form two anti side force defense lines, has guaranteed anti side force performance, owing to alleviateed the dead weight greatly simultaneously, is convenient for hoist and mount.
Finally, it should be noted that the above examples are only used to illustrate the technical solutions of the present invention and not to limit the same; although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art will understand that: modifications to the specific embodiments of the utility model or equivalent substitutions for parts of the technical features may be made; without departing from the spirit of the present invention, it is intended to cover all aspects of the utility model as defined by the appended claims.
Claims (6)
1. The utility model provides an embedded space steel truss of assembled duplex steel sheet shear force wall which characterized in that: including two assembly structure units, every assembly structure unit all includes the steel sheet, vertically welds in the inboard truss of steel sheet and flitch long channel-section steel, the truss is formed by a plurality of angle steel welding, the truss top evenly is provided with a plurality of horizontal plugs, evenly seted up a plurality of horizontal jacks on the flitch long channel-section steel, one assembly structure unit is last horizontal plug insert another assemble in the last horizontal jack of structure unit.
2. The assembled double-steel-plate shear wall with the embedded space steel truss according to claim 1, wherein the shear wall is characterized in that: the truss is in a triangular prism shape, and the edge surface of one side of the truss is welded on the steel plate.
3. The assembled double-steel-plate shear wall with the embedded space steel truss according to claim 2, wherein the shear wall is characterized in that: two flitch angle steels are respectively welded on two sides of the side edge face of the truss, which is in contact with the steel plate.
4. The assembled double-steel-plate shear wall with the embedded space steel truss according to claim 3, wherein the shear wall is characterized in that: the truss is characterized in that a top end long channel steel is welded at the top end of the truss, a plurality of short channel steels are uniformly welded at the top of the top end long channel steel to serve as the transverse insertion holes, and a plurality of square holes are formed in the flitch long channel steel to serve as the transverse insertion holes.
5. The assembled embedded space steel truss double-steel-plate shear wall as claimed in any one of claims 1 to 4, wherein: and a light heat-insulating layer is arranged between the two steel plates.
6. The assembled double-steel-plate shear wall with the embedded space steel truss according to claim 5, wherein the shear wall is characterized in that: and a sound insulation layer is also arranged between the two steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122739253.9U CN216380109U (en) | 2021-11-10 | 2021-11-10 | Assembled double-steel-plate shear wall with embedded space steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122739253.9U CN216380109U (en) | 2021-11-10 | 2021-11-10 | Assembled double-steel-plate shear wall with embedded space steel truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216380109U true CN216380109U (en) | 2022-04-26 |
Family
ID=81250836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122739253.9U Active CN216380109U (en) | 2021-11-10 | 2021-11-10 | Assembled double-steel-plate shear wall with embedded space steel truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216380109U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497982A (en) * | 2023-06-26 | 2023-07-28 | 北京工业大学 | Truss constraint steel plate shear wall system with fireproof decorative plate |
-
2021
- 2021-11-10 CN CN202122739253.9U patent/CN216380109U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497982A (en) * | 2023-06-26 | 2023-07-28 | 北京工业大学 | Truss constraint steel plate shear wall system with fireproof decorative plate |
| CN116497982B (en) * | 2023-06-26 | 2023-09-22 | 北京工业大学 | Truss constraint steel plate shear wall system with fireproof decorative plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216380109U (en) | Assembled double-steel-plate shear wall with embedded space steel truss | |
| CN212866533U (en) | High-strength floor for assembly type building | |
| CN102367649B (en) | Steel-wood combined bridge structure with pored steel plate connecting piece | |
| CN105803939A (en) | Open steel tube and reinforced-concrete combined girder bridge structure | |
| CN215483553U (en) | Steel structure beam column connecting node | |
| CN108005259A (en) | A kind of steel plate combined shear wall splices node | |
| CN207525933U (en) | A kind of steel plate combined shear wall splices node | |
| WO2023236630A1 (en) | Steel structure floor beam | |
| CN204456438U (en) | Prefabricated house | |
| CN207739428U (en) | Splice node at a kind of steel plate combined shear wall variable cross-section | |
| CN216075519U (en) | Bottom layer frame of light steel assembly house | |
| CN212866570U (en) | Resistance to compression hollow brick convenient to equipment | |
| CN111794072B (en) | Steel and concrete combined beam | |
| CN211057583U (en) | Full composite bridge | |
| CN211229117U (en) | Assembled composite floor and node structure | |
| CN106894572A (en) | A kind of honeycombed sheet type building and its construction method | |
| CN113175084A (en) | Wood structure assembled self-tapping screw and bolt combination node | |
| CN217480634U (en) | Modular multi-layer slope roof panel-beam full-assembly type connecting node | |
| CN215253491U (en) | Node for connecting corrugated steel plate wall and steel beam by adopting built-in T-shaped embedded part | |
| CN214461645U (en) | Novel pin-connected panel opening building carrier plate | |
| CN215054557U (en) | Assembled steel-bamboo wood combination beam | |
| CN218757972U (en) | Novel assembled I-steel-wood composite beam | |
| CN216305115U (en) | Prefabricated wallboard of assembled wire net frame and wall structure | |
| CN210658874U (en) | LOFT steel constructs platform | |
| CN214833736U (en) | Steel structure wall for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |